GB2221043A - Method of determining the porosity of an underground formation being drilled - Google Patents
Method of determining the porosity of an underground formation being drilled Download PDFInfo
- Publication number
- GB2221043A GB2221043A GB8817215A GB8817215A GB2221043A GB 2221043 A GB2221043 A GB 2221043A GB 8817215 A GB8817215 A GB 8817215A GB 8817215 A GB8817215 A GB 8817215A GB 2221043 A GB2221043 A GB 2221043A
- Authority
- GB
- United Kingdom
- Prior art keywords
- bit
- porosity
- torque
- drilling
- drilled
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 230000015572 biosynthetic process Effects 0.000 title description 32
- 238000000034 method Methods 0.000 title description 20
- 238000005553 drilling Methods 0.000 description 35
- 238000005755 formation reaction Methods 0.000 description 31
- 238000005259 measurement Methods 0.000 description 13
- 230000014509 gene expression Effects 0.000 description 11
- 239000011435 rock Substances 0.000 description 9
- 230000035515 penetration Effects 0.000 description 6
- 230000008859 change Effects 0.000 description 5
- 230000004044 response Effects 0.000 description 4
- 238000012544 monitoring process Methods 0.000 description 3
- 208000004188 Tooth Wear Diseases 0.000 description 2
- 238000002474 experimental method Methods 0.000 description 2
- 239000003208 petroleum Substances 0.000 description 2
- 230000035945 sensitivity Effects 0.000 description 2
- 239000004215 Carbon black (E152) Substances 0.000 description 1
- 235000019738 Limestone Nutrition 0.000 description 1
- 238000012937 correction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 229910003460 diamond Inorganic materials 0.000 description 1
- 239000010432 diamond Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 229930195733 hydrocarbon Natural products 0.000 description 1
- 150000002430 hydrocarbons Chemical class 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 239000006028 limestone Substances 0.000 description 1
- 239000004579 marble Substances 0.000 description 1
- 238000013178 mathematical model Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000011664 signaling Effects 0.000 description 1
- 238000004441 surface measurement Methods 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B44/00—Automatic control systems specially adapted for drilling operations, i.e. self-operating systems which function to carry out or modify a drilling operation without intervention of a human operator, e.g. computer-controlled drilling systems; Systems specially adapted for monitoring a plurality of drilling variables or conditions
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B49/00—Testing the nature of borehole walls; Formation testing; Methods or apparatus for obtaining samples of soil or well fluids, specially adapted to earth drilling or wells
- E21B49/003—Testing the nature of borehole walls; Formation testing; Methods or apparatus for obtaining samples of soil or well fluids, specially adapted to earth drilling or wells by analysing drilling variables or conditions
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Geology (AREA)
- Life Sciences & Earth Sciences (AREA)
- Fluid Mechanics (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Chemical & Material Sciences (AREA)
- Analytical Chemistry (AREA)
- Earth Drilling (AREA)
- Drilling And Boring (AREA)
Description
2 1 1 METHOD OF DE1=2TING, THE POROSITY OF AN UNDERGROUND FORf2MON BEING
DRILT 2#2104'3 The present invention relates to a method of determining the porosity Of an underground formation being drilled. Knowing the porosity of the formations Penetrated during the course of drilling an oil or gas well is useful both for the solution of a variety of drilling problems, such as determining the formation being drilled by correlation with offset wells and avoiding blow-outs by monitoring conpaction trends, and for the estimation of the quantity of hydrocarbon recoverable from the well.
The porosity of a formation can be estimated from measurements made with wireline density, neutron and sonic logging tools. These all have the major drawback that the measurements can only be made when the drill string has been pulled out of the borehole, so that they may not be made until several days after the formation was drilled. They cannot therefore be used to assist in the solution of c urr ent drilling problems.
A nimber of mathematical models of the drilling process relate the rate of penetration of a drill bit to the weight on bit, the rotary speed of the bit, the bit geometry and wear state, and the drilling strength of the rock being drilled. Use has been made of correlations between the porosity of a rock of known rock type and drill bit penetration rate, either alone or combined with other parameters, to infer the value of the porosity. An exairple is given in the Society of Petroleum Engineer (SPE) article, entitled "The drilling porosity log", from W A Zoeller, reference SPE 3066 and presented at the 45th SPE Annual Fall meeting, 1972. Another example is given in US Patent 4,064,749 wherein a relationship is given between the following parameters: torque, weight on bit, rotational speed of the bit, bit diameter, penetration rate and atmospheric compressive strength. This method has produced good results, but suffers from the disadvantage that the penetration rate is greatly influenced by rock properties other than its porosity, and by other factors. Consequently, the correlations between porosity and drill bit penetration rate, either alone or combined with other parameters, are restricted to given geographical areas, and change from one location to another. In addition, 2 more measurements are necessary compared with the present invention, such as the depth and the revolutions of the bit.
Another exa-aple of the use of correlations between several drilling parameters is given in the article entitled "Separating bit and lithological effects frcm drilling mechanics data" by 1 G Falconer et al, published by the Society of Petroleum Engineers under the reference 1ADC/SPE 17191. In this article, a qualitative indication of the lithology of the formation being drilled is given by plotting the ratio Tbrque/(Weight on bit.D) versus 1/FORS, FORS being the formation strength and D the diameter of the drill bit.
A further example is given in US Patent 4,685,329, wherein a correlation between the parameters torque, weight on bit, rate of penetration and rotation rate is used mainly for monitoring the change in the state of wear of the drill bit. However, for a known state of wear of the bit, soft and hard formations can be differentiated.
This invention provides a means of determining the porosity of a formation at the time that it is drilled by using measurements of the weight applied to the drill bit and the torque required to rotate the bit. These measurements are preferentially made downhole with equipment placed just above the drill bit in the drill string. They are conmiercially available with the Measurement While Drilling (MWD) technology.
According to the present invention, a method of determining the porosity of an underground formation being drilled by a rotating drill bit mounted at the lower end of a drill string, rises the following steps: measuring the torque (TOR) and the weight (WOB) applied on the bit when drilling the underground formation; determining the effect of the geometry of the drill bit on the torque and weight on bit response; and determining the porosity (phi) of the formation being drilled from the measured TOR and WOB taking into account the effect of the geometry of the drill bit.
Preferentially, the porosity phi is determined frcm the following equation:
TOR = (k, + k2. phi) W0Ba where kl, k2 and a are parameters characteristic of the geometry of the drill bit. They can be determined either by mathematical modelling or 3 by experiments - For example, the value of the parameter a can be determined by measuring the successive values of MR and WOB when the bit is drilling through the same formation of substantially constant porosity. The values of parameters k, and k2 can be determined by measuring the successive values of TOR and WOB for the same bit drilling formations of at least two known different porosities.
When appropriate, the bit wear is determined during the course of the drilling weration and the values of k, and k2 are adjusted accordingly.
In order that features and advantages of the present invention may be further understood and appreciated, the following examples are presented, with reference to the accompanying drawings, of wtiich:
Figure 1 represents a schematic illustration of a drilling rig and a borehole having a drill string suspended therein which incorporates a sensor apparatus for the measurement of torque and weight on bit downhole.
Figure 2 shows a schematic diagram of torque and weight-on-bit measuring means.
Figure 3 is a cross plot of torque versus weight on bit for different values of porosity.
Figure 4 represents logs of weight on bit, torque and porosity.
Figure 5 illustrates the influence of bit-tooth wear on bit torque for a milled tooth bit.
On Figure 1, an apparatus suitable for performing a method according to a preferred embodiment of the invention includes a measurement-whiledrilling (NWD) tool 10 dependently coupled to the end of a drill string 11 Comprised Of one or more drill collars 12 and a plurality of tandemly connected joints 13 of drill pipe. Earth boring means, such as a conventional drill bit 14, are positioned below the NWD tool. The drill string 11 is rotated by a rotary table 16 on a conventional drilling rig 15 at the surface. Mud is circulated through the drill string 11 and bit 14 in the direction of the arrows 17 and 18.
As depicted in Figure 1, the tool 10 further comprises a heavy walled tubular body which encloses weight and torque measuring means 20 adapted for measuring the torque (TOR) and weight (WOB) acting on the drill bit 14. Typical data signalling means 21 are adapted for transmitting encoded acoustic signals representative of the output of the sensors 20 to the 4 surface through the downwardly flowing mud stream in the drill string 11. These acoustic signals are converted to electrical signals by a transducer 34 at the surface. The electrical signals are analyzed by appropriate data processing means 33 at the surface.
As indicated, the preferred embodiment comprises an MWD system to make the torque and weight-on-bit measurements downhole, in order to not take into account the frictions -of the drill string along the wall of the borehole. However, for shallow vertical wells, the torque and weight-on- bit may be determined from surface measurement when these frictions are negligible. For that purpose conventional sensors for measuring hookload and torque applied to the drill string, 36 and 37 respectively, are located at the surface. A total depth sensor (not shown) is provided to allow for the correlation of measurements with depth.
Turning now to Figure 2, the external body 24 of the force-measuring means 20 is depicted somewhat schematically to illustrate the spatial relationships of the measurement axes of the body as the force-measuring means 20 measure weight and torque acting on the drill bit 14 during a typical drilling operation.
The body 24 has a longitudinal or axial bore 25 of an appropriate diameter for carrying the stream of drilling mud flowing through the drill string' 11. The body 24 is provided with a set of radial openings, B1, B2, B3 and B4, having their axes all lying in a transverse plane that intersects the longitudinal Z-axis 26 of the body. It will, of course, be recognized that in the depicted arrangement of the body 24 of the force- measuring means 20, these openings are cooperatively positioned so that they are respectively aligned with one another in the transverse plane that perpendicularly intersects the Z-axis 26 of the body. For exnple, as illustrated, one pair of the holes Bl and B2, are respectively located on opposite sides of the body 24 and axially aligned with each other so that their respective central axes lie in the transverse plane and together define an X-axis 27 that is perpendicular to the Z-axis 26 of the body. In like fashion, the other two openings B2 and B4 are located in diametrically-opposite sides of the body 24 and are angularly offset by 90 degrees from the first set of openings B1 and B3 so that their aligned central axes respectively define the Y-axis 28 perpendicular to the Zaxis 26 as well as the X-axis 27.
In order to measure the longitudinal force acting downwardly on the body nParber 24 so as to determine the effective WOB, force-sensing mans are mounted in each quadrant of the openings B1 and B3. To achieve maxinum sensitivity, these force-sensing means (such as typical strain gauges 4la41d and 43a-43d) are respectively mounted at the O-degrees, 90-degrees.. 180-degrees and 270-degrees positions within the openings Bl and B3. In a like fashion, to measure the rotational torque irposed on the body imuber 24, rotational force-sensing means, such as typical strain gauges (not illustrated) are mounted in each quadrant of the openings B2 and B4. Maxinum sensitivity is provided by mounting the strain gauges at the 45degrees, 135-degrees, 223-degrees and 315-degrees positions in the opening B2 and B4. Measurement of the weight-on-bit is obtained by arranging the several strain gauges 4la-41d and 43a-43d in a typical Wheatstone bridge to provide corresponding output signals (ie, WOB). In a like manner, the torque measurements are obtained by connecting the several gauges of openings B2-B4 into another bridge that produces corresponding output signals (ie, TOR). A couplete description of a weight-on-bit and torque measuring apparatus is given in Us Patent 4,359, 989 which is herein incorporated by reference.
A mathenatical model has been developed to determine the relation between the drilling response of a particular bit and the lithology of the rock being drilled. The model provides a relation of the form:
TOR = f {WOB, bit geometry, lithology} (1) If the bit geometry is known, then expressions of the above form allow the drilling parameters TOR and WOB to be interpreted in terms of the lithology of the rock being drilled. Expression (1) is particularly interesting because it is independant of the rate ofpenetration and the rotational speed of the drill bit. In addition, the expression rakes use of the torque which is insensitive to the rotational speed of the bit, in the range of speeds used for drilling.
Experimentally it has been shown that the key parameter determining the lithology dependence of (1) is the porosity (phi). It is then possible to express the parameters TOR, WOB and phi in a relation which is particularly suitable for interpreting field data.
6 Drilling experiments have been performed; they have indicated that the torque can be related to the weight-on-bit and the porosity of the formation being drilled by TOR = % + k2 phi) W0Ba (2) where kj, k.2 and a are characteristic of the gecmetry of the drill bit in use. The values of these parameters depend on the size of the bit and of the type of bit (multicone bit or polycrystalline diamond carbide (PDC) bit for exnple).
A first alternative to determine the porosity of a formation being drilled in the field is to use cross plots representing torque versus weight-on-bit for different porosities, each cross plot being specific to a geometry of drill bit. Figure 3 represents a cross plot, torque versus weight-on-bit for different porosities phi,, phi2 and ph'3,, the value of the porosity increasing from phi, to Ph3' The cross Plot can be made experimentally in the laboratory by drilling with a determined gecmetry of drill bit formations of different known porosities, and by measuring the successive values of torque with variations of weight-on- bit. The cross plots can also be derived frcxn field data when formations of different known porosities are drilled and by measuring the torque values for different weights-on-bit. Then the porosity of a fonnation being drilled can be obtained easily fi-cm the cross plot corresponding to the gecmetry of drill bit in use by measuring at least one value of torque and weight-on-bit. On Figure 3, for example, if the value of torque is equal to t and the value of weight-on-bit is w, then the porosity is equal to Ph2
Another alternative to detennine the porosity is to compute first the values of the parameters kj, k2 and a, for the geometry of the drill bit in use. Parameter a is determined by measuring the successive values of torque and weight-on-bit when drilling a formation of constant known porosity. Then, by plotting, for exaAple, the logarithm of torque versus the logarithm of weight-on-bit, the slope of the curve obtained is equal to a (this is clearly apparent from expression 2). Experimentally it has been demonstrated that the value of parameter a can vary between 0.5 to 2, but more likely between 1 and 1.5. In most cases, however, a good 7 approximation of the value of the parameter a is 1.2 or 1.25. In order to determine the values of parameters k, and k2, the same drill bit is used to drill rocks of different known porosities and the successive. values of torque and weight-on-bit are measured. An easy way, for example, to obtain the value of parameter k2 is by drilling with the sane weight-on- bit at least two rocks of different known porosities and to measure the corresponding two values of torque. The value of k2 is then ea ily obtained from equation (2), assuming the value of parameter a is known. Knowing k. -1 the value of k, is directly derived from equation (2). Another alternative to determine the values of parameters kl, k2and a would be to model mathematically the interaction of the type of drill bit with formations of known porosities.
Knowing the values of Parameters ki, k2 and a characterizing the bit in use, the porosity can be calculated from measured torque and weight-onbit values using the following expression derived from equation (2) phi = { (TOp/WOBa) - kl} / k2 (3) The torque and weight-on-bit should be measured at suitable intervals during the drilling operation, say once every foot drilled, and the porosity of the formation drilled at that point can be computed using equation (3). Then, if desired, the computed porosity can be plotted as a function of depth or another suitable indexing parameter to yield a log of porosity for the formations drilled. An example of such a log is shown in Figure 4 in which the porosity phi (Fig 4a), expressed in %, is plotted as a function of the depth drilled (in meters). A sample of Portland limestone, having the shape of a cylinder of 1 meter high and 60 centimeters of diameter, was drilled with a Hughes J3 three cone bit. The values of TOR (in Nm) and WOB (in W) were recorded and plotted (Fig 4b and 4c respectively) as a function of the depth drilled (in meters). The values of porosity plotted as a log, represented in Fig 4a, was then computed from the expression (3), with a = 1.2. A few cores were taken from the sample for different depths and their porosity measured by conventional laboratory core testing means. These measurements are represented by crosses on Fig 4.
8 rilie gemv--try of some drill bits changes with wear in such a way that the bit characterising parameters may change as the bit wears whilst drilling. In that case, the bit wear must be determined during the course of the drilling operation and the values of the bit characterising parameters adjusted accordingly. Denoting, as it is the practice in the industry, the wear state of the bit by the grading symbol T, which ranges from 0 for an unworn bit to 8 for a bit on which the cutting structure is fully worn, the inipact of bit wear on the bit characterising parameters can be represented by:
k, = k, (T) and k2 = k2 (T) A suitable functional form for these expressions is:
k, = k1O + k11.T (4) and k2 = k.2 0 + k2 1. T (5) -where k1o, k1l, k2o and k2l are characteristics of the bit in use.
Figure 5 illustrates the influence of bit-tooth wear on bit torque for a milled tooth bit for two rocks of different porosities, phi, (which was a marble) and Ph2 (which was a sandstone), phi, being lower than a phi2- The ratio TOWWOB'- has been plotted as a function of bit wear grading T for two different porosities phi, and phi2 and for a = 1.2. By combining expressions (2) and (5), one obtains:
TOR/MJ = k1O + k11T + (k.20 + k227) phi (6) The curves representing TOR/WOBa as a function of T are straight lines, for constant values of phi. Assuming phi=0 (which is the case in Figure 5 for the curve phi,), expression (6) becomes:
TOR/WO& = k1O + k11T It is therefore apparent that klo is the intercept on Figure 5 of the straight line phi,, with the ordinate axis (for T = 0) and that k11 is the slope of the line.
Expression (6) can also be written as follows:
9 TOP,1MBa = (k10 + k2Ophi) + (kll + k21phi)T (7) The values of the parameters k20 and k21 can be easily derived from expression (7), knowing the values of porosity, such as Phi = Phi2 in Figure 5, and the values of kjo and k11 as determined previously.
One method for determining the wear of the bit is, for exanple, described in US Patent 4,685,329 which is incorporated herein by reference. Other methods could also be used. Having determined the instantaneous wear state T of the bit, the apprcpriate values of the bit characterising parameters k, and k2 are conputed and the porosity is then computed using equation (3). Again a porosity log can be recorded if so desired.
The problem of wear is only significant in the case of milled tooth. bits and no correction for wear is required in the case of insert bits unless indentors have been broken off.
The determination of the porosity and the parameters characteristic of the geometry of the drill bit has been made in the above described e=ples graphically. It is obvious for those skilled in the art that it could be made by utation and ccn=ison steps within a uter.
CIAnS:
1. Method of determining the porosity of an underground formation being drilled by a rotating drill bit mounted at the lower end of a drill string, comprising the steps of measuring the torque (TOR) and the weight (WOB) applied on the bit when drilling the underground formation; determining the effect of the geometry of the drill bit on the torque and weight-on-bit response; and determining the porosity (phi) of the formation being drilled from the measured TOR and MB, taking into account the. effect of the geometry of the drill bit.
2. Method according to claim 1, wherein said step of determining the effect of the geometry of the drill bit comprises drilling with said bit, or a bit of substantially identical geometry, in -the field or in the laboratory, formations of different known porosities; measuring successive values of the torque and weight applied on the bit while drilling and correlating said successive values and the known porosities to establish an experimental cross plot of TOR as a function of WOB and porosity corresponding to the geometry of the drill bit.
3. Method according to claim 2, wherein the porosity of the formation being drilled in the field by said drill bit is determined by measuring at least 'One value of TOR and WOB and by using the experimental cross plot corresponding to the geometry of said drill bit to determine the porosity of the formation being drilled.
4. Method according to clain 1, wherein said step of determining the effect of the geometry of the drill bit comprises the mathematical modelling of the drill bit so as to produce a model describing the effect on the torque and weight on bit response for different geometries of drill bits.
5. Method according to one of the preceding claims, wherein the step of determining the porosity (phi) is carried out in accordance with the following equation:
TOR = (kl + k2. phi) W0Ba where kl, k2 and a are parameters characteristic of the geometry of the drill bit. 6. Method according to claim 5, wherein the value of the parameter a is 11 determined, for a geometry of drill bit, by measuring successive values of TOR and 1WOB while drilling with said geometry of drill bit in a formation of substantially constant porosity and by correlating the measured values of TOR and WOB to determine the parameter a.
7. Method according to claim 6 or 7, wherein the value of parameter a is chosen between 0.5 and 2, preferably between 1 and 1.5.
8. Method according to claim 7, wherein the value of parameter a is chosen equal to about 1.2.
9. Method according to one of the claims 5 to 8. wherein the values of parametiers k, and k2 are determined for a geometry of drill bit by drilling, in the field or in the laboratory, formations of at least two known different porosities with a drill bit having said geometry, measuring the values of TOR corresponding to at least one value of NOB and by computing k, and k2 from the equation of claim 5.
10. Method according to one of the preceding claims, wherein the change in the states of wear (T) of the drill bit is monitored whilst drilling and the effect of the geometry of the drill bit is adjusted to account for the change in the state of wear of the drill bit.
11. Method according to claim 5 and 10, wherein the values of the parameters k, and k2 are computed as a function of the state of wear (T) of the drill bit by measuring the successive values of TOR and WOB wt). ilst drilling formations of at least two known porosity values (phi),, monitoring the state of wear T of the drill bit while drilling and computing the different values of k, and k2 as a function of T by correlating the values of TOR, WOB, phi and T.
Published 1990 at The Patent Office, State House. 66'71 High Holborn, London WClR4TP. Farther copies maybe obtained from T'nePatent Office. Sales B.ranch. St Mary Cray, Orpington, Kent BR5 3RD. Printed by Multiplex techniques ltd, St Mary Cray, Kent, con. 1/87
Priority Applications (6)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB8817215A GB2221043B (en) | 1988-07-20 | 1988-07-20 | Method of determining the porosity of an underground formation being drilled |
EP89201687A EP0351902B1 (en) | 1988-07-20 | 1989-06-27 | Method of determining the porosity of an underground formation being drilled |
DE89201687T DE68907284T2 (en) | 1988-07-20 | 1989-06-27 | Method for determining the porosity of an underground formation during drilling. |
US07/372,987 US4981036A (en) | 1988-07-20 | 1989-06-28 | Method of determining the porosity of an underground formation being drilled |
CA000605509A CA1316525C (en) | 1988-07-20 | 1989-07-12 | Method of determining the porosity of an underground formation being drilled |
NO892908A NO173524C (en) | 1988-07-20 | 1989-07-14 | Procedure for determining the porosity of a subsurface formation during drilling |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB8817215A GB2221043B (en) | 1988-07-20 | 1988-07-20 | Method of determining the porosity of an underground formation being drilled |
Publications (3)
Publication Number | Publication Date |
---|---|
GB8817215D0 GB8817215D0 (en) | 1988-08-24 |
GB2221043A true GB2221043A (en) | 1990-01-24 |
GB2221043B GB2221043B (en) | 1992-08-12 |
Family
ID=10640754
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB8817215A Expired - Fee Related GB2221043B (en) | 1988-07-20 | 1988-07-20 | Method of determining the porosity of an underground formation being drilled |
Country Status (6)
Country | Link |
---|---|
US (1) | US4981036A (en) |
EP (1) | EP0351902B1 (en) |
CA (1) | CA1316525C (en) |
DE (1) | DE68907284T2 (en) |
GB (1) | GB2221043B (en) |
NO (1) | NO173524C (en) |
Families Citing this family (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
NO930044L (en) * | 1992-01-09 | 1993-07-12 | Baker Hughes Inc | PROCEDURE FOR EVALUATION OF FORMS AND DRILL CONDITIONS |
US5663073A (en) * | 1992-12-14 | 1997-09-02 | Atlantic Richfield Company | Earth formation porosity estimation method |
US5368108A (en) * | 1993-10-26 | 1994-11-29 | Schlumberger Technology Corporation | Optimized drilling with positive displacement drilling motors |
FR2729708A1 (en) * | 1995-01-25 | 1996-07-26 | Inst Francais Du Petrole | METHOD AND SYSTEM FOR DIAGRAPHING MECHANICAL PARAMETERS OF LANDS CROSSED BY A BOREHOLE |
US5668369A (en) * | 1995-12-18 | 1997-09-16 | Atlantic Richfield Company | Method and apparatus for lithology-independent well log analysis of formation water saturation |
US6019180A (en) * | 1997-05-05 | 2000-02-01 | Schlumberger Technology Corporation | Method for evaluating the power output of a drilling motor under downhole conditions |
DE20120461U1 (en) | 2001-12-18 | 2002-04-11 | Max Streicher GmbH & Co. KG aA, 94469 Deggendorf | Device for measuring internal forces and / or moments in the drill string of earth drilling machines |
CN102900432B (en) * | 2012-10-31 | 2016-01-20 | 中国石油集团川庆钻探工程有限公司 | Method for evaluating reservoir by calculating logging porosity while drilling through data during micro-drilling |
EP2920400B1 (en) * | 2012-11-13 | 2017-06-07 | Exxonmobil Upstream Research Company | Method to detect drilling dysfunctions |
FR3046809B1 (en) * | 2016-01-20 | 2019-06-28 | Seti-Tec | METHOD FOR DETERMINING THE STATE OF USE OF A DRILL, AND CORRESPONDING DEVICE |
GB201801354D0 (en) * | 2018-01-26 | 2018-03-14 | Antech Ltd | Drilling apparatus and method for the determination of formation location |
US10941644B2 (en) * | 2018-02-20 | 2021-03-09 | Saudi Arabian Oil Company | Downhole well integrity reconstruction in the hydrocarbon industry |
US20220268152A1 (en) * | 2021-02-22 | 2022-08-25 | Saudi Arabian Oil Company | Petro-physical property prediction |
US11954800B2 (en) | 2021-12-14 | 2024-04-09 | Saudi Arabian Oil Company | Converting borehole images into three dimensional structures for numerical modeling and simulation applications |
US11739616B1 (en) | 2022-06-02 | 2023-08-29 | Saudi Arabian Oil Company | Forming perforation tunnels in a subterranean formation |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4064749A (en) * | 1976-11-11 | 1977-12-27 | Texaco Inc. | Method and system for determining formation porosity |
Family Cites Families (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2372576A (en) * | 1942-04-20 | 1945-03-27 | John T Hayward | Method of determining formation porosity during drilling |
GB1439519A (en) * | 1973-11-02 | 1976-06-16 | Texaco Development Corp | Method and apapratus for rotary drilling |
US4570480A (en) * | 1984-03-30 | 1986-02-18 | Nl Industries, Inc. | Method and apparatus for determining formation pressure |
GB8411361D0 (en) * | 1984-05-03 | 1984-06-06 | Schlumberger Cambridge Researc | Assessment of drilling conditions |
GB8418429D0 (en) * | 1984-07-19 | 1984-08-22 | Prad Res & Dev Nv | Estimating porosity |
US4627276A (en) * | 1984-12-27 | 1986-12-09 | Schlumberger Technology Corporation | Method for measuring bit wear during drilling |
CA1257405A (en) * | 1985-12-10 | 1989-07-11 | John E. Fontenot | Method and apparatus for determining true formation porosity from measurement-while-drilling neutron porosity measurement devices |
US4722095A (en) * | 1986-06-09 | 1988-01-26 | Mobil Oil Corporation | Method for identifying porosity and drilling mud invasion of a core sample from a subterranean formation |
GB2205421A (en) * | 1987-06-03 | 1988-12-07 | Exploration Logging Inc | Computer-controlled model for determining internal friction angle, porosity, and fracture probability |
US4876886A (en) * | 1988-04-04 | 1989-10-31 | Anadrill, Inc. | Method for detecting drilling events from measurement while drilling sensors |
US4833914A (en) * | 1988-04-29 | 1989-05-30 | Anadrill, Inc. | Pore pressure formation evaluation while drilling |
US4852399A (en) * | 1988-07-13 | 1989-08-01 | Anadrill, Inc. | Method for determining drilling conditions while drilling |
-
1988
- 1988-07-20 GB GB8817215A patent/GB2221043B/en not_active Expired - Fee Related
-
1989
- 1989-06-27 EP EP89201687A patent/EP0351902B1/en not_active Expired - Lifetime
- 1989-06-27 DE DE89201687T patent/DE68907284T2/en not_active Expired - Fee Related
- 1989-06-28 US US07/372,987 patent/US4981036A/en not_active Expired - Lifetime
- 1989-07-12 CA CA000605509A patent/CA1316525C/en not_active Expired - Fee Related
- 1989-07-14 NO NO892908A patent/NO173524C/en not_active IP Right Cessation
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4064749A (en) * | 1976-11-11 | 1977-12-27 | Texaco Inc. | Method and system for determining formation porosity |
Also Published As
Publication number | Publication date |
---|---|
DE68907284D1 (en) | 1993-07-29 |
US4981036A (en) | 1991-01-01 |
EP0351902A1 (en) | 1990-01-24 |
GB2221043B (en) | 1992-08-12 |
CA1316525C (en) | 1993-04-20 |
DE68907284T2 (en) | 1994-01-13 |
NO173524B (en) | 1993-09-13 |
NO892908L (en) | 1990-01-22 |
NO892908D0 (en) | 1989-07-14 |
GB8817215D0 (en) | 1988-08-24 |
EP0351902B1 (en) | 1993-06-23 |
NO173524C (en) | 1993-12-22 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US4876886A (en) | Method for detecting drilling events from measurement while drilling sensors | |
EP0350978B1 (en) | Method for determining drilling conditions while drilling | |
US5358059A (en) | Apparatus and method for the dynamic measurement of a drill string employed in drilling | |
US4599904A (en) | Method for determining borehole stress from MWD parameter and caliper measurements | |
EP0351902B1 (en) | Method of determining the porosity of an underground formation being drilled | |
EP0339752B1 (en) | Pore pressure formation evaluation while drilling | |
US4914591A (en) | Method of determining rock compressive strength | |
EP0263644B1 (en) | Method for investigating drag and torque loss in the drilling process | |
US4949575A (en) | Formation volumetric evaluation while drilling | |
US4926686A (en) | Method for determining the wear of the cutting means of a tool during drilling a rocky formation | |
CA2020960C (en) | Method of monitoring the drilling of a borehole | |
Zannoni et al. | Development and field testing of a new downhole MWD drillstring dynamics sensor | |
NO174305B (en) | Procedure for ae predetermining a drill bit's drilling path or ae deriving an instruction of anisotropy index for the drill bit in directional drilled wells | |
CA2598220A1 (en) | Use of the dynamic downhole measurements as lithology indicators | |
BRPI0508448B1 (en) | METHOD FOR ANALYSIS OF ONE OR MORE WELL PROPERTIES AND MEASUREMENT SYSTEM DURING DRILLING FOR COLLECTION AND ANALYSIS OF ONE OR MORE " | |
US5774418A (en) | Method for on-line acoustic logging in a borehole | |
GB2186083A (en) | Method and apparatus for determining formation dip | |
CA2062542C (en) | Method and apparatus for measuring three dimensional stress in rock surrounding a borehole | |
Spann et al. | Stress evaluation in offshore regions of Norway | |
GB2272525A (en) | Determining pore pressure while drilling a borehole | |
CN206148775U (en) | Download handle | |
JP3309988B2 (en) | Immediate acoustic logging in drill wells | |
Kelessidis et al. | Monitoring drilling bit parameters allows optimization of drilling rates | |
Kamp | Downhole telemetry from the user's point of view | |
GB2174201A (en) | Method of measuring pore pressure in impermeable rocks |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PCNP | Patent ceased through non-payment of renewal fee |
Effective date: 20040720 |